Design Specifications For Chemical Containment And Mixing/Loading Pad Requirements
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ENVIRONMENTAL
EDUCATION SERIES
ENVIRONMENTAL QUALITY
Agriculture & Natural Resources |
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EXTENSION ENVIRONMENTAL EDUCATION, AUBURN UNIVERSITY,
AL 36849-5647
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Design
Specifications For Chemical Containment And
Mixing/Loading
Pad Requirements
ANR-730, 1992. By Charles Ogburn, Extension
Agricultural Engineer (Retired), Agriculture, Auburn University
Concrete Design Specifications
Watertight concrete must be used to avoid leakage
from sumps and the pad containment area. To resist moisture and chemical
penetration, concrete mixtures for the slab surface should include the
following specifications:
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Stiff, dry mix for maximum strength, chemical and
freeze resistance, and water tightness; water cement ratio of 0.40 to 0.45
at a 1.5 to 3 inch slump.
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Type I or II cement with air-entrainment (Type IA
or IIA) at 4,000 to 4,500 psi comprehensive strength (Type II provides
moderate sulfate resistance).
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5.5% to 7% air-entrainment in cement to improve workability
of the stiff mix while coating all aggregate particles for maximum water
seal.
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Concrete plasticity admixture for easier workability
at placement and improved water tightness and strength of low slump concrete.
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Vibration at 5,000 to 15,000 RPM for minimum aggregate
segregation.
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Powered steel trowel surface finish for improved
washing and cleanup.
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Immersion or moist cure for 14 days minimum.
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No more than 30 minutes between truck loads during
placement.
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70 to 100 revolutions at mixing speed; 200
to 300 revolutions at agitating speed.
Tank Mounting
To minimize corrosion, large tanks (12 ft. diameter or larger) should
be elevated at least 4-8 inches above concrete floors on a base of smooth
or wash stone. This provides for drainage away from steel bottoms. Raised
stone bases are used to level tanks on sloped floors. Tanks must be anchored
to prevent overturning and damage to adjacent tanks and rigid plumbing.
Mixing And Loading Pad
Surface Slopes -2
percent minimum slope to facilitate washing.
Pad Thickness - 6
inches with reinforcement steel at 12 inch centers in both directions.
Rinsate Storage - Separate
storage tanks for each chemical applied. Cross-linked polyethylene or fiberglass
tanks of 300 to 600 gallon volumes are a good selection. All rinsate storage
tanks should be mounted 3 to 5 inches above the concrete floor for location
of tank leaks. Fiberglass, stainless, glass-lined, or epoxy-lined tanks
are normally used for liquid fertilizer.
Sumps - Sumps
should be located near the rinsate storage tanks and should be covered
with steel grating . The minimum size should be 2' x 2' x 2'.
Curbing - The
mixing/loading pad should be trimmed by a 3 inch drive-over curb. This
minimizes chemical spillage and increases containment volume.
Management - Sprayer
systems should be rinsed with the vehicle parked on the wash pad. Pesticide
sprayer hoppers or holding tanks and plumbing which contain 4 to 10 gallons
of field strength pesticides should be rinsed with 50 to 80 gallons of
water. This rinsate can be used later as 20% of makeup water. Rinsate at
5 to 10% of field strength adds only 1 to 2% to total AI in new mixtures.
When switching crops and pesticides, double or
triple rinse and use detergents and/or ammonia solutions to minimize pesticide
residual in the plumbing (similar to triple rinsing pesticide containers).
Liquid Fertilizer Containment
The major problem in designing containment sections is determining the
best combination of containment area and wall height to provide the 125%
of volume of the largest tank. The area displaced by all tanks, including
the area of the largest tank plus any equipment in the containment area,
must be added to the net fluid volume that can be released in the largest
tank.
Containment Volume is
computed by the following equation:
| NCV = |
(LTV - (GPF x CVD)) x 1.25
7.5 |
Where: NCV = New Containment Section Volume,
Cubic Feet
LTV = Largest Tank Volume, Gallons
GPF = Gallons Per Foot of Depth of Largest Tank
CVD = Containment Volume Depth, Feet |
Containment Pad Area is
computed as follows:
| PA = NCV/CVD |
Where:
PA = Containment Pad Area |

For more information, call your county Extension
office. Look in your telephone directory under your county's name to find
the number.
Issued in furtherance of Cooperative Extension
work in agriculture and home economics, Acts of May 8 and June 30, 1914,
and other related acts, in cooperation with the U.S. Department of Agriculture.
The Alabama Cooperative Extension System (Alabama A&M University and
Auburn University) offers educational programs, materials, and equal opportunity
employment to all people without regard to race, color, national origin,
religion, sex, age, veteran status, or disability.
Community Resource Development homepage | CRD Publications
For more information, contact your county Extension office. Visit http://www.aces.edu/counties or look in your telephone directory under your county's name to find contact information.
Issued in furtherance of Cooperative Extension work in agriculture and
home economics, Acts of May 8 and June 30, 1914, and other related
acts, in cooperation with the U.S. Department of Agriculture. The Alabama
Cooperative Extension System (Alabama A&M University and Auburn
University) offers educational programs, materials, and equal
opportunity employment to all people without regard to race, color,
national origin, religion, sex, age, veteran status, or disability.
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